Restoration to Jalsan Distry by providing C.C. lining in between ch. 3200 to 3550 mt. & Construction of key wall in between ch. 3200 to 6300 mt.

Name of work :- Restoration to Jalsan Distry by providing C.C.lining in between ch. 3200 to

3550 mt. & construction of key wall in between ch. 3200 to 6300 mt.

Sr.No Quntity Item Unit Estimated Rate without GST

Without GST Rs.

In figures In World

Dismantalling the C.C Lining including Rs. Eighty

Disposing off the dismentalled material Six & Fifty

as direct etc .complete. (a) 7.50 cm Paise Only

Earthwork in embankment using Rs. One

selected soil, soft & hard murrum Hundred

excavated from approved borrow area / Thirty Nine &

2 840.00 village tanks etc. Including conveying, CM 139.20 Twenty Paise

spreading in uniform layers, breaking Only

clods and dressing to the designed

canal section etc. with lead upto 500 m

and all lifts. ForItem

No.3having capacity

Trimming of the canal section Rs. Seventy

manually for preparing subgrade for Two & Eighty

laying cement concrete lining in all Paise Only

3 2303.00 sorts of soil and murrum including SM 72.80

watering and compacting bed etc.

Providing and laying polyethylene film

of 100 micron ( 400 gauge ) in bed and

slopes of canal at the required level

including providing and spreading Rs. Thirty

sand layer of 20 mm thick below Nine Only

polyethylene film etc. complete.

Providing and laying plain/reinforced

cement concrete lining of M 15 (MSA

20 mm) in bed, side slopes and

curvature including batching, mixing,

transporting, placing, vibrating,

smooth finishing, curing including

dewatering where

5 3633.00 SM 327.90 Twenty Seven

required.(MACHINERY BASED by

"FLORI" - WITHOUT PAVER WATER

CURING) (A)7.5 cm thick lining in Bed

Excavation for foundation in all sorts

of soil including yellow sandy gravelly

soils ,soft & hard murrum etc. in dry

condition including depositing the Rs. One

excavated stuff in uniform layers in Hundred Two

6 837.00 banks or as and where directed etc. CM 102.40

complete for lead up to 500m and all Paise Only

lift. (BY MACHINERY)Excluding

Providing & Laying in position Rs. Four

"DESIGN MIX" cement concrete using Thousand

cement sand and crushed aggregate One Hundred

for C.C./ R.C.C work by "FLORI" Ninety Only

including necessary formwork,

centering, scaffolding, compaction by

vibrator, curing as directed with all

lead & lift etc complete without

dewatering and excluding the cost of

7 80.00 steel reinforcement.(A) For Footing of CM 4190.00

column / Abutment / Pier / Bottom

slab of barrel / Plinth course / Coping

/ Approach Slab etc.(a) Concrete grade

M-15 and MSA-20 mm

Providing & Laying in position Rs. Four

"DESIGN MIX" cement concrete using Thousand

cement sand and crushed aggregate Four

for C.C./ R.C.C work by "FLORI" Hundred Fifty

including necessary formwork, Seven Only

centering, scaffolding, compaction by

vibrator, curing as directed with all

lead & lift etc complete without

8 427.80 dewatering and excluding the cost of CM 4457.00

steel reinforcement.(B) For Pier and

Abutments / Wing wall / Head wall /

Return wall / Dowel Wall etc.(g)

Concrete grade M-15 and MSA-20 mm.

Total Rs…(Without GST)

Rs. Forty One Lac Two Thousand Three Hundred Eighteen & Only

I / We am / are willing to carry out the work at………………..% above / below precent.

(Should be written in figure and words) of the estimate reates mentioned above.

Amount of my / our tender works out as under.

Estimated amount put Estimated amout put

to tender Rs……………. to tender Rs……………..

Deduct …………..% Add………………%

below Rs………… Above Rs……………

Net Rs……………….. Total Rs…………….

In words…………………………….. In words………………

Notes 1 - All work shall be carried out as per Public Works Department Handbook and specifications of Division or

as directed by supervisory staff.

Notes 2 - The persons of firm submitting the tender should see that the all the columns in the schedule should be

filled in inkand total of entries in last column should be struck by the contractor under his signature.

Notes 3 - Rates quoted include clearing of site (prior commencement of work and at its close ) in all respects and

hold good for work under all conditions, site, moisture, weather etc.

Note 4 - The meaning of abbreviationss used in units are as under. Hact - Hactare MT - Metric Tonne Rmt =

Note 5 - Basic Rate for Cement Difference Calculation of Mix Design will be Rs.5483.37/M.T. (Rate as per

CGWRD SOR 2023-24

Techanically Checked By me…................

Arithmetically Checked By me….....................

Deputy Executive Engineer Divisional Account Officer

Petlad Irrigation Sub Division Petlad Irrigation Division

Executive Engineer

Petlad Irrigation Division

Name of Restoration to Jalsan Distry by providing C.C.lining in between ch. 3200 to 3550 mt.

Work:- & construction of key wall in between ch. 3200 to 6300 mt.

CEMENT CONSUMPTION

Sr No. Item Description Quantity Unit consumptio Total Cement M.T.

Providing and laying plain/reinforced cement concrete lining of

M 15 (MSA 20 mm) in bed, side slopes and curvature including

batching, mixing, transporting, placing, vibrating, smooth

1 5 finishing, curing including dewatering where 3633.00 SM 0.02

required.(MACHINERY BASED by "FLORI" - WITHOUT

PAVER WATER CURING) (A)7.5 cm thick lining in Bed / Slope

Providing & Laying in position "DESIGN MIX" cement concrete

using cement sand and crushed aggregate for C.C./ R.C.C

work by "FLORI" including necessary formwork, centering,

scaffolding, compaction by vibrator, curing as directed with all

2 7 lead & lift etc complete without dewatering and excluding the 80.00 CM 0.30

cost of steel reinforcement.(A) For Footing of column /

Abutment / Pier / Bottom slab of barrel / Plinth course / Coping /

Approach Slab etc.(a) Concrete grade M-15 and MSA-20 mm

Providing & Laying in position "DESIGN MIX" cement concrete

using cement sand and crushed aggregate for C.C./ R.C.C

work by "FLORI" including necessary formwork, centering,

scaffolding, compaction by vibrator, curing as directed with all

3 8 lead & lift etc complete without dewatering and excluding the 427.80 CM 0.30

cost of steel reinforcement.(B) For Pier and Abutments / Wing

wall / Head wall / Return wall / Dowel Wall etc.(g) Concrete

grade M-15 and MSA-20 mm.

Section Officer Deputy Executive Engineer

Petlad-1 Section Petlad Irrigation Sub Division

Percentage Calculation

Name of work :- Restoration to Jalsan Distry by providing C.C.lining in between ch. 3200 to 3550 mt. & construction of key wall in between ch. 3200 to 6300 mt.

Quantity Item Rate Unit Total amount Labour Total Labour Cement Total Cement Steel per Total Steel Bitumen Total PoL Per Total PoL cost Machiner Total Other Total Other TOTAL cost Total Item Cost Total %

Quantity Item Rate Unit Total amount Labour Total Labour Cement Total Cement Steel per Total Steel Bitumen Total PoL Per Total PoL cost Machiner Total Other Total Other TOTAL cost Total Item Cost Total %

Sr. Estimated but according to estimated Rs. Per Cost Per Unit Cost Unit Cost Per Unit Bitumen Cost Unit y Per Unit Machinery Comodity Comodity Cost per Unit

No. may be more Rs. Unit Cost Per Unit

Dismantalling the C.C Lining including

Disposing off the dismentalled material as

Earthwork in embankment using selected

soil, soft & hard murrum excavated from

approved borrow area / village tanks etc.

Including conveying, spreading in uniform

layers, breaking clods and dressing to the

designed canal section etc. with lead upto

500 m and all lifts. For canals having

capacity up to 300 Cusec (By

Machinery).(Add. Lift of 0.50 to 2.5 Km)

Trimming of the canal section manually

for preparing subgrade for laying cement

concrete lining in all sorts of soil and

compacting bed etc. complete.

Providing and laying polyethylene film of

100 micron ( 400 gauge ) in bed and

slopes of canal at the required level

layer of 20 mm thick below polyethylene

film etc. complete.

Providing and laying plain/reinforced

cement concrete lining of M 15 (MSA

mm) in bed, side slopes and curvature

including batching, mixing, transporting,

placing, vibrating, smooth finishing,

curing including dewatering where

required.(MACHINERY BASED by "FLORI"

3633.00 - WITHOUT PAVER WATER CURING)

(A)7.5 cm thick lining in Bed / Slope

Excavation for foundation in all sorts of

soil including yellow sandy gravelly soils

,soft & hard murrum etc. in dry condition

including depositing the excavated stuff in

uniform layers in banks or as and where

and all lift. (BY MACHINERY)Excluding

Providing & Laying in position "DESIGN

MIX" cement concrete using cement sand

and crushed aggregate for C.C./ R.C.C

work by "FLORI" including necessary

formwork, centering, scaffolding,

compaction by vibrator, curing as directed

with all lead & lift etc complete without

dewatering and excluding the cost of steel

Abutment / Pier / Bottom slab of barrel /

Plinth course / Coping / Approach Slab

etc.(a) Concrete grade M-15 and MSA-20

Percentage Calculation

Name of work :- Restoration to Jalsan Distry by providing C.C.lining in between ch. 3200 to 3550 mt. & construction of key wall in between ch. 3200 to 6300 mt.

Quantity Item Rate Unit Total amount Labour Total Labour Cement Total Cement Steel per Total Steel Bitumen Total PoL Per Total PoL cost Machiner Total Other Total Other TOTAL cost Total Item Cost Total %

Quantity Item Rate Unit Total amount Labour Total Labour Cement Total Cement Steel per Total Steel Bitumen Total PoL Per Total PoL cost Machiner Total Other Total Other TOTAL cost Total Item Cost Total %

Sr. Estimated but according to estimated Rs. Per Cost Per Unit Cost Unit Cost Per Unit Bitumen Cost Unit y Per Unit Machinery Comodity Comodity Cost per Unit

No. may be more Rs. Unit Cost Per Unit

Providing & Laying in position "DESIGN

MIX" cement concrete using cement sand

and crushed aggregate for C.C./ R.C.C

work by "FLORI" including necessary

formwork, centering, scaffolding,

compaction by vibrator, curing as directed

with all lead & lift etc complete without

dewatering and excluding the cost of steel

reinforcement.(B) For Pier and Abutments

/ Wing wall / Head wall / Return wall /

Dowel Wall etc.(g) Concrete grade M-15

Signature of Contractor Deputy Executive Engineer Executive Engineer

Petlad Irrigation sub Division Petlad Irrigation Division